cc2500 1 pdf 4 chart pre statements

7/21/2019 CC2500 1 PDF 4 Chart Pre Statements

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CC 2500 - serial no. 59015 8316 Page 1 of 8

Notes on Crane Operation according to

DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm

8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc

1.0 Capacity Charts

Combination Counterweight [t]

+Central Ballast [t]

SL-

Cwt [t]

SL-Radius

[m]

Track

[m]

No. of

Identity

Page

SH 140 + 30 - - 7.8 166 401 40 1-2

SH 120 + 30 - - 7.8 166 402 40 1-2

SH 120 + 0 - - 7.8 166 403 40 1-2

SH/LH 140 + 30 - - 7.8 166 406 40 1-2

SH/LH 120 + 30 - - 7.8 166 407 40 1-2

SH/LH 120 + 0 - - 7.8 166 408 40 1-2

SH + LF 10/30 140 + 30 - - 7.8 166 416 40 1-9

SH + LF 10/30 120 + 30 - - 7.8 166 417 40 1-9

SH + LF 10/30 120 + 0 - - 7.8 166 418 40 1-9

SH/LH + LF 10/30 140 + 30 - - 7.8 166 419 40 1-9

SH/LH + LF 10/30 120 + 30 - - 7.8 166 420 40 1-9

SH/LH + LF 10/30 120 + 0 - - 7.8 166 421 40 1-9

SSL 140 + 30 0-230 15 7.8 166 431 40 1-7

SSL 120 + 0 0-230 15 7.8 166 432 40 1-7

SSL 140 + 30 0-230 13 7.8 166 435 40 1-7

SSL 120 + 0 0-230 13 7.8 166 436 40 1-7

SSL 140 + 30 0-230 11 7.8 166 439 40 1-7

SSL 120 + 0 0-230 11 7.8 166 440 40 1-7

SSL/LSL 140 + 30 0-230 15 7.8 166 451 40 1-9

SSL/LSL 120 + 0 0-230 15 7.8 166 452 40 1-9

SSL/LSL 140 + 30 0-230 13 7.8 166 455 40 1-9

SSL/LSL 120 + 0 0-230 13 7.8 166 456 40 1-9

SSL/LSL 140 + 30 0-230 11 7.8 166 459 40 1-9SSL/LSL 120 + 0 0-230 11 7.8 166 460 40 1-9


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Combination Counterweight [t]+Central Ballast [t] SL-Cwt [t] SL-Radius[m] Track[m] No. ofIdentity Page

SSL + LF 10/30 140 + 30 0-120 15 7.8 166 422 40 1-21

SSL + LF 10/30 120 + 0 0-120 15 7.8 166 423 40 1-21

SSL + LF 10/30 140 + 30 0-120 13 7.8 166 424 40 1-21

SSL + LF 10/30 120 + 0 0-120 13 7.8 166 425 40 1-21

SSL + LF 10/30 140 + 30 0-120 11 7.8 166 426 40 1-21

SSL + LF 10/30 120 + 0 0-120 11 7.8 166 427 40 1-21

SSL/LSL + LF 10/30 140 + 30 0-120 15 7.8 166 493 40 1-27

SSL/LSL + LF 10/30 120 + 0 0-120 15 7.8 166 494 40 1-27

SSL/LSL + LF 10/30 140 + 30 0-120 13 7.8 166 495 40 1-27

SSL/LSL + LF 10/30 120 + 0 0-120 13 7.8 166 496 40 1-27

SSL/LSL + LF 10/30 140 + 30 0-120 11 7.8 166 497 40 1-27

SSL/LSL + LF 10/30 120 + 0 0-120 11 7.8 166 498 40 1-27

Abbreviations: SL: superlift

SL-cwt: superlift-counterweight


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2.0 Absolutely observe the instructions from the operation manual.

3.0 Function of Safe Load Indicator (SLI), limit switches, etc. shall be checked prior to using the

crane.

4.0 Rated loads at rated radii shall not be exceeded, i.e. when picking up the load, any changes in

radius caused by the deflection of the boom system shall be rectified accordingly.

The capacity charts include marked loads, which do not reach the ground in case of reeving

according to regulations. With the following formula, the max. height h of the hook block over

the ground can be calculated approximately.

IE)HIHA(LHI)(HAh HS

++= HA =

HI =

LHS =

IE =

main boom length

jib length

length of hoist rope (ref. 8.0)

no. of reevings in hoist lifting block

5.0 The load ratings shown on the capacity charts shall apply on the following conditions:

The crane shall be in level position (0.5%).

The supporting surface shall be sufficiently firm to bear the occuring ground bearing pressures.

Max. ground bearing pressures (including load factor 1.13) :

with 1.5 m crawler pads:

SH 152.8 N/cm SH/LH 91,9 N/cm

SSL 139,6 N/cm SSL/LSL 99,5 N/cm

SW 91,8 N/cm

SWSL 85 97,3 N/cm SWSL 75 81,9 N/cm

SFSL 15 99,9 N/cm

SH + LF 67,5 N/cm SH/LH + LF 62,9 N/cm

SSL + LF 86,9 N/cm SSL/LSL + LF 86,3 N/cm

Max. surface pressures under wheel on superlift-cwt. carrier 91.0 N/cm (9 bar tyre pressure)

Max. surface pressures under support on superlift-cwt. carrier 100 N/cm

Max. surface pressures under superlift-cwt. frame 46 N/cm

More detailed information on request.

6.0 All crane movements shall be carried out such that to avoid jerking and shall be performed at a

speed appropriate for the rigging condition and load case.


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7.0 Hook Blocks

Type Capacity

[t]

Number of Sheaves Weight

[kg]

2x200t 400 2 x 7 6700

2x160t * 308 2 x 5 6400

100t 100 3 3400

50t 44 1 1700

15t 15 (Single line hook) 900

* not part of delivery scope

The double hook blocks can be convected into single line hook blocks.

The rated loads include the weight of hook block and lifting tackle and their weight shall be

substracted from the listed ratings.

7.1 Due to the danger of tipping backwards of jib, a hook block with a minimum weight is required. For

this reason, the following hook blocks must be used with the combinations listed.

Configu-

ration

Boom Combinations Min. weight

required *

i.e. Hook Blocks

Mainboom[m]

Jib[m] [t]

Capacity[t]

Weight[t]

SWSL,

SFSL

72,66

60,54

72

24

24

30

6,4

3,4

3,4

2x160

100

100

6,4

3,4

3,4

SW 60,54 24 3,4 100 3,4

* with max. wind pressure (60 N/m)

For all other SWSL/SFSL-combinations mustbe usedthe 50t-hook block (weight =1,7t).

8.0 Max. permissible line pull and lengths of hoist lines

permissible line pull

[kN]

length of hoist line

[m]

Hoist 1: 146,1 700

Hoist 2: 146,1 700

Hoist 3: 146,1 700


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9.0 The safe load indicator shall be set in compliance with the DS-code no. stated on the duty

charts. The max. required reeving is programmed in the SLI. Should it be chosen to reduce thereeving, the SLI shall be set accordingly.

10.0 Wind speeds - dynamic wind pressures

also see instructions in the operating manual and supplements for increased permissible wind speeds

For the wind speeds of 9.8 m/s (dynamic wind pressure 60 N/m) taken into account in the duty charts,

the wind area of the load is taken as 1.2 m/t.

Correspondingly higher or lower wind speeds (dynamic wind pressures) are part of other wind areas

of the loads; however, the following maximum permissible wind speeds and dynamic wind pressures

must not be exceeded:

Main Boom Operation:

Length of Main Boom

[m]

Wind Speed

[m/s]

Dynamic Wind Pressure

[N/m]

up to 36 15.0 140

42 up to 66 13.8 120

72 up to 84 11.3 80

exceeding 84 9.8 60

Jib Operation:

Length of Main Boom

Length of Jib [m]

Wind Speed

[m/s]

Dynamic Wind Pressure

[N/m]

up to 48

up to 42

13.8 120

up to 48

48 to 72

11.3 80

54 to 84

up to 42

10.6 70

exceeding 54

exceeding 48

9.8 60


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The following examples show the permissible wind area of the load, taken as 1.0 m/t in the interest of

safety, at a dynamic wind pressure of 60 N/m.

Example 1: given: load 200 t, wind pressure 145 N/m

sought: permissible wind area AWperm .

At a dynamic wind pressure of 60 N/m the permissible wind area of this load is 200 m.

AWperm. =200 60

145

2 2

2

m x N m

N m

/

/= 82.7 m

Example 2: given : load 200 t, wind area 100 msought: permissible wind pressure

permp

.

permissible wind speed vperm.

At a dynamic wind pressure of 60 N/m the permissible wind area of this load is 200 m.

pperm.=200 60

100

2 2

2

m x N m

m

/= 120 N/m

perm perm

v p

. . . .= = 1 6 13 8m/s

This example is only valid when the main boom length does not exceed 66 m.


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11.0 Driving with load and without load

General:

Driving without load:

In case of driving without load the boom angles have to be set according to the parking

regulations.

Driving with load:

The crane can be driven with a load in any boom combination.

When driving with load, the capacity charts apply.

Loads should always be driven at the minimum possible radius and near to the ground.

When driving with a load, speed range 1 must always be selected. Changes in the direction of

travel should be made as slowly as possible.

The load must always be prevented from swinging to and fro (it should be lashed if necessary).The ground must be even and capable of bearing weight (see soil pressure values).

Driving with a load is permissible up to a max. wind speed of 9.8 m/s.

Lower wind speed values on the corresponding capacity charts must be observed.

Operating mode Configuration perm. Inclination Conditions/Restrictions

Driving without load

Boom along longitudinal

crawler axis

HA + HI 72m 10 on the whole

3 diagonally- boom slope sided

- no restriction of travelling road

HA + HI > 72m 5 on the whole

2 diagonally

boom 360 HA + HI 72m 3 on the whole

HA + HI > 72m 2 on the whole

Driving with load on even ground (inclination < 0.3, max. speed 0.5 km/h)boom along longitudinal

crawler axis

all lengths 0.3 - no restriction of travelling road

boom 360 all lengths 0.3 - positioning of loads up to a

travelling road of max. 20 m

Driving with load on inclined ground (inclination > 0.3, max. speed 0.5 km/h)

only main boom 360HA 72m 1

2

- reduction of capacity: 20%


HA > 72m 1 - reduction of capacity: 30%

main boom and jib 360HA + HI 72m 1

2



HA + HI 108m 1 - reduction of capacity: 40%

HA + HI > 108m

1 - reduction of capacity: 50%


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12.0 Notes on Superlift

All capacities with 0t superlift counterweight are defined with unmounted superlift carrier or superlift

frame.

Dead weight Superlift-counterweight carrier: 20.0 t

13.0 Notes on Runner

There are no capacity charts for Runner. The capacities on the Runner are directly calculated. Runner

is possible on all configurations except all configurations with LF !

With the following formula, the capacity on Runner can be calculated approximately.

t25mm0,5UFLCAPCAP WUH = RUN

CAPH = capacity ref. chart with load on boom head next to runner

UFL = weight of hook block on boom head next to runner

m WU = mass of jib suspension rods (if lying on main boom)

m RUN = mass of Runner (excluding the hook block on Runner) about 750kg

cc2500 1 pdf 4 chart pre statements

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